A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400 MPa] bar (2) at flange B. The assembly (shown in the figure) is connected to rigid supports at A and C. Bar (1) has a cross-sectional area of A₁ = 930 mm² and a length of L₁ = 1270 mm. Bar (2) has a cross-sectional area of A₂ = 2740 mm² and a length of L₂ = 520 mm. After two loads of P = 2.0 kN are applied to flange B, determine: (a) the forces in bars (1) and (2). (b) the deflection of flange B.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400 MPa] bar (2) at flange B. The
assembly (shown in the figure) is connected to rigid supports at A and C. Bar (1) has a cross-sectional area of A₁ = 930 mm² and a
length of L₁ = 1270 mm. Bar (2) has a cross-sectional area of A₂ = 2740 mm² and a length of L₂ = 520 mm. After two loads of
P = 2.0 kN are applied to flange B, determine:
(a) the forces in bars (1) and (2).
(b) the deflection of flange B.
A
L₁
(1)
P
B
L2
(2)
Transcribed Image Text:A rectangular polypropylene [E = 6,200 MPa] bar (1) is connected to a rectangular nylon [E = 1,400 MPa] bar (2) at flange B. The assembly (shown in the figure) is connected to rigid supports at A and C. Bar (1) has a cross-sectional area of A₁ = 930 mm² and a length of L₁ = 1270 mm. Bar (2) has a cross-sectional area of A₂ = 2740 mm² and a length of L₂ = 520 mm. After two loads of P = 2.0 kN are applied to flange B, determine: (a) the forces in bars (1) and (2). (b) the deflection of flange B. A L₁ (1) P B L2 (2)
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